Homework Answers
1) Assuming Mcr = 125 k-ft, Ig = 47,250 in4 , Icr = 24,000 in3 , the moment of inertia for calculating a deflection cor...
1) Assuming Mcr = 125 k-ft, Ig = 47,250 in4 , Icr = 24,000 in3 ,
the moment of inertia for calculating a deflection corresponding to
Ma = 200 k-ft, is most nearly:
A. 47,250 in4
B. 24, 000 in4
C. 30,000 in 4
D. 38,500 in 4
E. Other (specify) (g)
2) Assuming ΔD = 0.5 in.; ΔLL = 0.3 in., and ξ = 1.5, the total
deflection of the beam is most nearly:
A. 0.8 in
B. 1.3...
Question 2 Consider the beam shown in (Figure 1). Suppose w1 = 2 k/ft and W2...
Question 2 Consider the beam shown in (Figure 1). Suppose w1 = 2 k/ft and W2 = 3 k/ft. Assume the support at B is a roller and A and Care fixed. EI is constant Part A Determine the moment MAB acting on span AB at A measured clockwise Express your answer using three significant figures. Enter positive value if the moment is clockwise and negative value if the moment is counterclockwise. VOAP vec ? Submit Request Answer Part B...
Question 2 Consider the beam shown in (Figure 1). Suppose w1 = 2 k/ft and W2...
Question 2 Consider the beam shown in (Figure 1). Suppose w1 = 2 k/ft and W2 = 3 k/ft. Assume the support at B is a roller and A and Care fixed. EI is constant Part A Determine the moment MAB acting on span AB at A measured clockwise Express your answer using three significant figures. Enter positive value if the moment is clockwise and negative value if the moment is counterclockwise. VOAP vec ? Submit Request Answer Part B...
CE 160 Problem 1(15% 4 k B 12 ft AR 24 ft The statically determinate rigidly connected frame has a pin support at point A and a roller support at point C. The frame is subjected to a point load a...
CE 160 Problem 1(15% 4 k B 12 ft AR 24 ft The statically determinate rigidly connected frame has a pin support at point A and a roller support at point C. The frame is subjected to a point load at point B. The frame is rigidly con- nected at point B. If the bending stiffness of column AB is 40,000 k-ft and the bending stiffness for beam BC is 60,000 k-ft, find: I. (596) The bending moment diagram for...
4 k B Elpc 12 ft ElAB 24 ft The statically determinate rigidly connected frame has a pin support at point A and a roller support at point C. The frame is subjected to a point load at point B. The...
4 k B Elpc 12 ft ElAB 24 ft The statically determinate rigidly connected frame has a pin support at point A and a roller support at point C. The frame is subjected to a point load at point B. The frame is rigidly con- nected at point B. If the bending stiffness of column AB is 40,000 k-ft? and the bending stiffness for beam BC is 60,000 k-ft, find: 1. (5%) The bending moment diagram for the frame. Show...
C p B I. (2000) A prismatic bar AB, with axial rigidity EA, is loaded by...
C p B I. (2000) A prismatic bar AB, with axial rigidity EA, is loaded by a uniformly distributed axial load p. Determine the displacements of points B and C for the following cases: (a) p is from the mid-span at C to end B (see Fig. 1). (b) p is I2 from end A to the mid-span at C, (c) p is from end A to end B. Fig. 1
Draw/ influence lines for shear to the left of A, shear at B, and moment at C.
1-(25%) Draw shear and moment diagrams for the beam shown in Figure P-1. Draw a sketch of the deflected shape 2-(25%) Using moment area method, for the beam shown in Figure P-2 find deflection at A. Also, determine the location and value of the maximum deflection in span BC. El is constant 3-(25%) For the frame shown in Figure P-3-find member frees and draw shear and moment diagrams. 4-(25%) Draw/ influence lines for shear to the left of A, shear at B, and...
Consider the beam shown in (Figure 1). EI is constant. Assume B and C are rollers...
Consider the beam shown in (Figure 1). EI is constant. Assume B and C are rollers and A and D are pinned. Assume w = 2.2 k/ft. Figure < - 1 of 1 > IA D 8 ft -20 ft 8 ft Copyright © 2020 Pearson Education Inc. All 3 of 3 Part A Determine the moment MBA acting on span AB at B measured clockwise. Express your answer using three significant figures. Enter positive value if the moment is...
Qu estion 1: (25 points) The beam shown below has a span of 13 ft and is reinforced with bars tha...
Qu estion 1: (25 points) The beam shown below has a span of 13 ft and is reinforced with bars that ext end 8 inch beyond the face of the support. The centerline of the longitudinal bars nearest the side ace (i.e., the "outside bars") is 3.5 inch from, the side face as shown below. The concrete has a compressive strength of 3.0 ksi, and the reinforcement is Grade 60. The beam is loaded with a distributed live load (w)...
The W14 × 43 simply supported beam (Figure 1) is made of A-36 steel and is subjected to the loading shown, where the distributed load is equal to 2.45 kip/ft. E = 29(103)ksi, I = 428 in4 Chrome File...
The W14 × 43 simply supported beam (Figure 1) is made of A-36
steel and is subjected to the loading shown, where the distributed
load is equal to 2.45 kip/ft. E = 29(103)ksi, I = 428 in4
Chrome File Edit View History Bookmarks People Window Help 동令66%)し, Sun 2:16 AM a + E Course Home xC The W14 43 Simply Support + ← → С https://openvellum.ecollege. com/course.html?courseld=15199373&HepID=1a3e015f85a8cfbac0 2584b6aa7a4909#10001 Mechanics of Materials ENGR2332 2019SP Help Sign Out Hi, CARLO. Mastering Engineering...
1) Assuming Mcr = 125 k-ft, Ig = 47,250 in4 , Icr = 24,000 in3 ,
the moment of inertia for calculating a deflection corresponding to
Ma = 200 k-ft, is most nearly:
A. 47,250 in4
B. 24, 000 in4
C. 30,000 in 4
D. 38,500 in 4
E. Other (specify) (g)
2) Assuming ΔD = 0.5 in.; ΔLL = 0.3 in., and ξ = 1.5, the total
deflection of the beam is most nearly:
A. 0.8 in
B. 1.3...
Question 2 Consider the beam shown in (Figure 1). Suppose w1 = 2 k/ft and W2 = 3 k/ft. Assume the support at B is a roller and A and Care fixed. EI is constant Part A Determine the moment MAB acting on span AB at A measured clockwise Express your answer using three significant figures. Enter positive value if the moment is clockwise and negative value if the moment is counterclockwise. VOAP vec ? Submit Request Answer Part B...
Question 2 Consider the beam shown in (Figure 1). Suppose w1 = 2 k/ft and W2 = 3 k/ft. Assume the support at B is a roller and A and Care fixed. EI is constant Part A Determine the moment MAB acting on span AB at A measured clockwise Express your answer using three significant figures. Enter positive value if the moment is clockwise and negative value if the moment is counterclockwise. VOAP vec ? Submit Request Answer Part B...
CE 160 Problem 1(15% 4 k B 12 ft AR 24 ft The statically determinate rigidly connected frame has a pin support at point A and a roller support at point C. The frame is subjected to a point load at point B. The frame is rigidly con- nected at point B. If the bending stiffness of column AB is 40,000 k-ft and the bending stiffness for beam BC is 60,000 k-ft, find: I. (596) The bending moment diagram for...
4 k B Elpc 12 ft ElAB 24 ft The statically determinate rigidly connected frame has a pin support at point A and a roller support at point C. The frame is subjected to a point load at point B. The frame is rigidly con- nected at point B. If the bending stiffness of column AB is 40,000 k-ft? and the bending stiffness for beam BC is 60,000 k-ft, find: 1. (5%) The bending moment diagram for the frame. Show...
C p B I. (2000) A prismatic bar AB, with axial rigidity EA, is loaded by a uniformly distributed axial load p. Determine the displacements of points B and C for the following cases: (a) p is from the mid-span at C to end B (see Fig. 1). (b) p is I2 from end A to the mid-span at C, (c) p is from end A to end B. Fig. 1
Consider the beam shown in (Figure 1). EI is constant. Assume B and C are rollers and A and D are pinned. Assume w = 2.2 k/ft. Figure < - 1 of 1 > IA D 8 ft -20 ft 8 ft Copyright © 2020 Pearson Education Inc. All 3 of 3 Part A Determine the moment MBA acting on span AB at B measured clockwise. Express your answer using three significant figures. Enter positive value if the moment is...
Qu estion 1: (25 points) The beam shown below has a span of 13 ft and is reinforced with bars that ext end 8 inch beyond the face of the support. The centerline of the longitudinal bars nearest the side ace (i.e., the "outside bars") is 3.5 inch from, the side face as shown below. The concrete has a compressive strength of 3.0 ksi, and the reinforcement is Grade 60. The beam is loaded with a distributed live load (w)...
The W14 × 43 simply supported beam (Figure 1) is made of A-36
steel and is subjected to the loading shown, where the distributed
load is equal to 2.45 kip/ft. E = 29(103)ksi, I = 428 in4
Chrome File Edit View History Bookmarks People Window Help 동令66%)し, Sun 2:16 AM a + E Course Home xC The W14 43 Simply Support + ← → С https://openvellum.ecollege. com/course.html?courseld=15199373&HepID=1a3e015f85a8cfbac0 2584b6aa7a4909#10001 Mechanics of Materials ENGR2332 2019SP Help Sign Out Hi, CARLO. Mastering Engineering...
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